*
Increment(g)	Total(g)	Specimen Load(N)	Slope(mm/sec)
  3.760E+2	  3.760E+2	  3.689E+1	  3.082E-5
  8.000E+1	  4.560E+2	  4.473E+1	  2.230E-5
  3.880E+2	  8.440E+2	  8.280E+1	  7.982E-5
  9.070E+2	  1.751E+3	  1.718E+2	  3.086E-4
  1.355E+3	  3.106E+3	  3.047E+2	  1.230E-3